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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | stanely hitech construction company private limited L1 | THE VAISH NAVI INFRAASTRUCTURE L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing light jungle with uprooting directed by the Engineer in charge and disposed away from site including cost of all materials, labour ,lead lift , etc complete, as per technical specification. | 1,700 | m2 | 7.25 ₹12,325 Lowest | 7.5 ₹12,750 |
| 2.00 | Clearing heavy jungle with uprooting directed by the Engineer in charge and disposed away from site including cost of all materials, labour ,lead lift , etc complete, as per technical specification. | 1,500 | m2 | 10.3 ₹15,450 Lowest | 10.7 ₹16,050 |
| 3.00 | Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shale, murram gravel, stoney earth & earth mixed with small size boulders and hard gravelly soil and depositing the earth in the places shown by the Engineer with initial lead of 10 M and initial lift of 2 m etc. complete. | 1,980 | m3 | 137.8 ₹2,72,844 Lowest | 141 ₹2,79,180 |
| 4.00 | Earth work excavation in MR & DMR not requiring blasting including transporting and dumping with head load lead upto 200m with all leads, lifts, etc., complete. | 220 | m3 | 482 ₹1,06,040 Lowest | 492 ₹1,08,240 |
| 5.00 | Removal of the deposited silt from the reservoir using earth moving machineries and tippers, transporting the same to the dumping yards with a lead of approx. 1 to 1.5 km (irrespective of route taken for transportation) , including water diversion arrangement, formation of temporary coffers / approach roads, compacting the dumped silt layer by layer, each layer shall not to exceed 0.5 meter thick and compaction up to 80% of proctor density at dumping yard to the required level and slope, all labour, lead & lift etc., complete as per the instruction of site engineer at site. | 4,700 | m3 | 243 ₹11,42,100 | 240 ₹11,28,000 Lowest |
| 6.00 | Dismantling of existing RCC portion by required shape and cleaning away from the site for an initial lead of 10m and lift of 2m as per the direction of engineer including cost of labour, lead, lift, T&P, etc. complete and devoluting the scrap to the stores. | 81 | m3 | 4,836 ₹3,91,716 | 4,634 ₹3,75,354 Lowest |
| 7.00 | Dismantling the plain Cement Concrete and clearing away the retrieved materials away from site as directed by the site Engineer including lead, lift, etc., complete | 215 | m3 | 546 ₹1,17,390 Lowest | 557.5 ₹1,19,862.5 |
| 8.00 | Formation of earthen bund by filling with Red Gravel Trimming and sectioning the bed and side slope of earthen bund in all soils upto a thickness of 7.50 to 15cm including labour charges, hire charges for machineries, all materials, lead, lift and compaction by power roller watering, sectioning, the side slopes labours, etc., complete. | 2,120 | m3 | 920 ₹19,50,400 | 900 ₹19,08,000 Lowest |
| 9.00 | Formation of fine filter on the upstream earthen bund portion below dry stone packing by supplying and filling with river sand including cost of all materials, lead, lift, etc., complete. | 27 | m3 | 2,000 ₹54,000 Lowest | 2,070 ₹55,890 |
| 10.00 | Providing and placing in position plain cement concrete M10 concrete using 40mm Metal (HBS) including cost of all materials lead, lift, labour for curing etc. Complete | 135 | m3 | 6,200 ₹8,37,000 | 6,100 ₹8,23,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹3 L
Closing Date
24 Feb 2026, 2:00 pmClosed
The Chief Engineer/Civil DRIP, TNGECL/HQ
The Chief Engineer/ Civil DRIP, TNGECL, 3rd Floor, Eastern wing, NPKRR Maaligai, 144, Anna Salai, Chennai 600002, Tamil Nadu
Civil Renovation works for the civil structures and Formation of earthen bund, Power house renovation works, Rough stone dry Packing and other allied works in Periyar Vaigai IV Small Hydro Electric Project at K.G.Patty in Theni District
2026_EB_652336_1
SPECIFICATION No. CE/CD/PD/SPMU/DRIP/ 01 / 2025 - 26
Open Tender
Civil Works - Others
Item Rate
365 days
K.G.Patty in Theni District
As per Specification
5 documents required · 5 mandatory
₹0
₹3 L
Yes
3 Mar 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
24 Feb 2026
10 Feb 2026
10 Feb 2026 - 13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing light jungle with uprooting directed by the Engineer in charge and disposed away from site including cost of all materials, labour ,lead lift , etc complete, as per technical specification. | 1,700 | m2 | - | - |
| 2 | Clearing heavy jungle with uprooting directed by the Engineer in charge and disposed away from site including cost of all materials, labour ,lead lift , etc complete, as per technical specification. | 1,500 | m2 | - | - |
| 3 | Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shale, murram gravel, stoney earth & earth mixed with small size boulders and hard gravelly soil and depositing the earth in the places shown by the Engineer with initial lead of 10 M and initial lift of 2 m etc. complete. | 1,980 | m3 | - | - |
| 4 | Earth work excavation in MR & DMR not requiring blasting including transporting and dumping with head load lead upto 200m with all leads, lifts, etc., complete. | 220 | m3 | - | - |
| 5 | Removal of the deposited silt from the reservoir using earth moving machineries and tippers, transporting the same to the dumping yards with a lead of approx. 1 to 1.5 km (irrespective of route taken for transportation) , including water diversion arrangement, formation of temporary coffers / approach roads, compacting the dumped silt layer by layer, each layer shall not to exceed 0.5 meter thick and compaction up to 80% of proctor density at dumping yard to the required level and slope, all labour, lead & lift etc., complete as per the instruction of site engineer at site. | 4,700 | m3 | - | - |
| 6 | Dismantling of existing RCC portion by required shape and cleaning away from the site for an initial lead of 10m and lift of 2m as per the direction of engineer including cost of labour, lead, lift, T&P, etc. complete and devoluting the scrap to the stores. | 81 | m3 | - | - |
| 7 | Dismantling the plain Cement Concrete and clearing away the retrieved materials away from site as directed by the site Engineer including lead, lift, etc., complete | 215 | m3 | - | - |
| 8 | Formation of earthen bund by filling with Red Gravel Trimming and sectioning the bed and side slope of earthen bund in all soils upto a thickness of 7.50 to 15cm including labour charges, hire charges for machineries, all materials, lead, lift and compaction by power roller watering, sectioning, the side slopes labours, etc., complete. | 2,120 | m3 | - | - |
| 9 | Formation of fine filter on the upstream earthen bund portion below dry stone packing by supplying and filling with river sand including cost of all materials, lead, lift, etc., complete. | 27 | m3 | - | - |
| 10 | Providing and placing in position plain cement concrete M10 concrete using 40mm Metal (HBS) including cost of all materials lead, lift, labour for curing etc. Complete | 135 | m3 | - | - |
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